Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations
• Improved rate-dependency study for an RC structure under different loading rates. • Rate-dependency effect of an RC pier on the global response of a bridge. • Increased strength/energy dissipation/equivalent damping under fast loading rate. • Reduced displacement response with real-time hybrid sim...
Ausführliche Beschreibung
Autor*in: |
Chae, Yunbyeong [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2017 |
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Schlagwörter: |
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Umfang: |
11 |
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Übergeordnetes Werk: |
Enthalten in: Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions - Mariani, Marcello M. ELSEVIER, 2022, the journal of earthquake, wind and ocean engineering, Amsterdam [u.a.] |
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Übergeordnetes Werk: |
volume:132 ; year:2017 ; day:1 ; month:02 ; pages:648-658 ; extent:11 |
Links: |
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DOI / URN: |
10.1016/j.engstruct.2016.11.065 |
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ELV019963025 |
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• Improved rate-dependency study for an RC structure under different loading rates. • Rate-dependency effect of an RC pier on the global response of a bridge. • Increased strength/energy dissipation/equivalent damping under fast loading rate. • Reduced displacement response with real-time hybrid simulation. • About the same acceleration response between slow and real-time hybrid simulations. |
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• Improved rate-dependency study for an RC structure under different loading rates. • Rate-dependency effect of an RC pier on the global response of a bridge. • Increased strength/energy dissipation/equivalent damping under fast loading rate. • Reduced displacement response with real-time hybrid simulation. • About the same acceleration response between slow and real-time hybrid simulations. |
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• Improved rate-dependency study for an RC structure under different loading rates. • Rate-dependency effect of an RC pier on the global response of a bridge. • Increased strength/energy dissipation/equivalent damping under fast loading rate. • Reduced displacement response with real-time hybrid simulation. • About the same acceleration response between slow and real-time hybrid simulations. |
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